CA2570377A1 - Insulated concrete form system with variable length wall ties - Google Patents

Insulated concrete form system with variable length wall ties Download PDF

Info

Publication number
CA2570377A1
CA2570377A1 CA002570377A CA2570377A CA2570377A1 CA 2570377 A1 CA2570377 A1 CA 2570377A1 CA 002570377 A CA002570377 A CA 002570377A CA 2570377 A CA2570377 A CA 2570377A CA 2570377 A1 CA2570377 A1 CA 2570377A1
Authority
CA
Canada
Prior art keywords
tie
insulation
ties
wall
male
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CA002570377A
Other languages
French (fr)
Other versions
CA2570377C (en
Inventor
Pjer-Mise Velickovic
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of CA2570377A1 publication Critical patent/CA2570377A1/en
Application granted granted Critical
Publication of CA2570377C publication Critical patent/CA2570377C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T24/00—Buckles, buttons, clasps, etc.
    • Y10T24/45—Separable-fastener or required component thereof [e.g., projection and cavity to complete interlock]
    • Y10T24/45005—Separable-fastener or required component thereof [e.g., projection and cavity to complete interlock] with third detached member completing interlock [e.g., hook type]
    • Y10T24/4501—Quick connect or release [e.g., spring and detent]

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Table Devices Or Equipment (AREA)
  • Prostheses (AREA)
  • Holders For Apparel And Elements Relating To Apparel (AREA)
  • Outer Garments And Coats (AREA)
  • Tires In General (AREA)
  • Piles And Underground Anchors (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

The variable ties are used in the civil engineering for the formation of the A/B wall of variable thicknesses made of insulation plates: three types of male and female ties are used for straight A/B walls, angles of 90~ and 135~, and for the cross tie for the T-shape of the A/B wall of variable thickness.
They are made of PP-Vestolen. The variable ties serve as holders of the insulation boarding (20), carriers with the mounting distancing members (23), or carriers of plaster plates (27). Fastening is accomplished by means of lateral teeth on the neck of the male tie (24) and the lateral fixing elements on the female tie (25), (30) and (35); on the narrower part of the neck of the male tie there are the measures of the wall thickness (26). The insulation lining and the tie-lining are used for the formation of the ribbed light A/B
plate. The ties-linings connect the insulation linings in one whole, they distance the mounting (42) in the ribs of the carriers of the A/B plates (43), the ties-linings remain anchored (48) in the A/B plate, and the plaster plates are fastened to it (27).

Claims (14)

  1. The variable ties are used for connecting the boarding to the concrete wall made of the insulation plates, with the possibility of adjusting various wall thicknesses from 14 to 60 cm; characterized by that the variable ties consist of the male and female part of the tie, where the male part of the tie enters axially into the female part of the tie, which can be adjusted to the necessary wall thickness according to the design of the object, that the measures of the wall span are given on the male neck of the male tie, that there are variable straight ties for the concrete insulation wall, variable angular ties of 90° for the concrete insulation wall, variable angular ties of 135° for the concrete insulation wall and the cross tie for the T-shape of the concrete insulation wall, that by combining the variable ties and the cross ties all forms of the concrete insulation wall can be made, that by using the variable ties a set of necessary activities at the building of the object can be done simultaneously , such as the connecting of the insulation plates for the boarding of the concrete insulation wall, as the carriers of the horizontal mounting, for the distancing members of the horizontal mounting, as the carriers of the insulation plates and as the carriers for the plaster plates.
  2. 2. The variable straight male tie according to claim 1, characterized by that it consists of the little feet for connecting the plaster plates with the concrete insulation wall, the tie wall that enters into the grooves of the insulation plate, then of the set distancing members of the horizontal mounting, then of the neck (carrier) of the male tie, the lateral teeth on the male tie, and of the mentioned measures of the concrete wall thickness range on the neck of the male tie.
  3. 3. The variable straight female tie according to claim 1 or 2, characterized by that it consists of the little feet for connecting the outer covering for the concrete insulation wall, the tie wall that enters into the grooves of the insulation plate, then of the set distancing members of the horizontal mounting, then of the space where the variable male straight tie enters, and of the lateral fixed teeth for fastening the connection of the male and female part.
  4. 4. The variable male angular tie of 90° according to claim 1, characterized by that it consists of little feet for connecting the plaster plates to the concrete insulation wall at the wall inner angle, the tie wall that enters into the grooves of the insulation part, the reinforced part of the neck of the male tie, the mentioned measures of the span of the concrete wall on the neck of the male part, and of the lateral teeth for fixing the ties to the tie female part.
  5. 5. The variable angular female tie of 90° according to claim 1 to 4, characterized by that it consists of little feet for connecting the outer covering to the concrete insulation wall, the tie wall that enters into the grooves of the insulation plates, the lateral teeth that fix the male tie to it, then of the reinforcement of the entire tie angle.
  6. 6. The variable male angular tie of 135° according to claim 1, characterized by that it consists of the little feet for connecting the plaster plates to the concrete insulation wall, the tie wall that enters into the grooves of the insulation plate, the reinforced part of the neck of the male tie, the mentioned measures of the span of the concrete wall on the neck of the male tie, and of the lateral teeth for fixing the male tie onto the female part of the tie.
  7. 7. The variable female angular tie of 135° according to claim 1 or 6, characterized by that it consists of little feet for connecting the outer covering for the concrete insulation wall, the tie walls that enter into the grooves of the insulation plate, the lateral teeth that fix the male tie to it, then of the reinforcement of the entire corner of the tie.
  8. 8. The little feet on the variable ties according to claim 1, characterized by that it is designed in a way to perform the function of the tiple and of the firm connection with the screw, and that the size of the little feet corresponds to the width of the plaster plate carrier.
  9. 9. The cross tie according to claim 1 or 2 or 4, characterized by that it consists of three entrances, that each entrance has lateral teeth for fixing the male ties and two angular male ties of 90°, that the male angular ties intersect at their crossing and establish a cross tie, that the straight tie is set according to the thickness of the outer wall.
  10. 10. The variable ties, the cross ties and the ties-linings according to claim 1, characterized by that the material of which they are made is PP
    Vestolen 7032 (h210), which is very strong and suitable for an economical production.
  11. 11. The ties-linings and the insulation linings are used for setting the boarding for the reinforced concrete plate, characterized by that by connecting the ties-linings in the grooves on the insulation linings a quality boarding for the reinforced concrete plate with the constructed space for the reinforced concrete ribbed carriers can be provided, that the ties-linings serve as the distancing members of the bar mounting in the reinforced concrete ribbed carriers in the reinforced concrete plate, then that they perform the function of the plaster plate carrier, and that the reinforced concrete plate made of the insulation lining is lighter, better insulated accoustically and thermally and fire protected by self-extinguishing materials.
  12. 12. The ties-linings according to claim 11, characterized by that it consists of the little feet for connecting the plaster plate on the ceiling, the tie wall that enters into the grooves on the insulation lining, the set distancing members on a regular distance between the mounting of the bars on the tie and to the end of the reinforced concrete plate, and that it is designed to be anchored in the reinforced concrete plate.
  13. 13. The insulation linings according to claim 11 or 12, characterized by that in the cross-section they look like a hat, which upper side forms the boarding of the reinforced concrete plate, while the lateral wings serve for the formation of the reinforced concrete ribbed carriers of the reinforced concrete plate, that the inner side of the insulation lining is reinforced by the ribs to obtain a greater carrying capacity at the casting of the liquid concrete, that the insulation linings are set over the middle part of the horizontal carriers on the vertical supporters, then that the mounting of the carriers is placed on the ties-linings and the net is placed on the top of the insulation lining, then the concrete is cast, that the insulation lining has grooves on itself where the ties-linings enter, and that it is made of self-estinguishing materials of high-carrying capacity, steam permeable, assigned for the thermal and accoustic insulation as well as for the fire-resistance on the places of an increased mechanical loading.
  14. 14. By using the building variant according to claim 1 or 11, characterized by that this mentioned variants of the variable tie, cross tie, tie-lining and insulation lining at the building of family, residential and industrial objects by this building method reduce the material consumption and in the same time perform a set of necessary activities at the object building, make easier the installation and finishing works on the objects, reduce the object building time period, and great savings of the fmancial means at building the object in all working phases on the object are achieved.
CA2570377A 2004-06-21 2005-03-29 Insulated concrete form system with variable length wall ties Expired - Fee Related CA2570377C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
HRP20040578AA HRP20040578B1 (en) 2004-06-21 2004-06-21 Variable ties for connecting the boarding made of insulation plates of high carrying capacity, ties-linings and insulation linings of high carrying capacity for standing reinforced concrete plates
HRP20040578A 2004-06-21
PCT/HR2005/000021 WO2005124046A1 (en) 2004-06-21 2005-03-29 Insulated concrete form system with variable length wall ties

Publications (2)

Publication Number Publication Date
CA2570377A1 true CA2570377A1 (en) 2005-12-29
CA2570377C CA2570377C (en) 2011-08-23

Family

ID=34965258

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2570377A Expired - Fee Related CA2570377C (en) 2004-06-21 2005-03-29 Insulated concrete form system with variable length wall ties

Country Status (24)

Country Link
US (1) US7818935B2 (en)
EP (1) EP1792024B1 (en)
JP (1) JP4724268B2 (en)
CN (1) CN1981102A (en)
AT (1) ATE557144T1 (en)
AU (1) AU2005254795B2 (en)
BR (1) BRPI0511342A (en)
CA (1) CA2570377C (en)
DK (1) DK1792024T3 (en)
EA (1) EA010805B1 (en)
EG (1) EG24733A (en)
ES (1) ES2387309T3 (en)
HR (1) HRP20040578B1 (en)
IL (1) IL180166A (en)
MX (1) MXPA06014960A (en)
NO (1) NO20070232L (en)
PL (1) PL1792024T3 (en)
PT (1) PT1792024E (en)
RS (1) RS52403B (en)
SI (1) SI1792024T1 (en)
TN (1) TNSN06412A1 (en)
UA (1) UA88908C2 (en)
WO (1) WO2005124046A1 (en)
ZA (1) ZA200700394B (en)

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Also Published As

Publication number Publication date
US20070094974A1 (en) 2007-05-03
AU2005254795B2 (en) 2011-12-15
EA010805B1 (en) 2008-12-30
AU2005254795A1 (en) 2005-12-29
EA200700290A1 (en) 2007-06-29
PT1792024E (en) 2012-08-13
HRP20040578A2 (en) 2005-12-31
JP2008503670A (en) 2008-02-07
ZA200700394B (en) 2008-02-27
SI1792024T1 (en) 2012-09-28
BRPI0511342A (en) 2007-12-04
ES2387309T3 (en) 2012-09-20
WO2005124046A1 (en) 2005-12-29
PL1792024T3 (en) 2012-10-31
RS52403B (en) 2013-02-28
DK1792024T3 (en) 2012-08-27
NO20070232L (en) 2007-01-12
UA88908C2 (en) 2009-12-10
IL180166A (en) 2011-06-30
US7818935B2 (en) 2010-10-26
ATE557144T1 (en) 2012-05-15
MXPA06014960A (en) 2007-02-08
CN1981102A (en) 2007-06-13
CA2570377C (en) 2011-08-23
JP4724268B2 (en) 2011-07-13
IL180166A0 (en) 2007-06-03
EP1792024A1 (en) 2007-06-06
HRP20040578B1 (en) 2012-11-30
EP1792024B1 (en) 2012-05-09
EG24733A (en) 2010-06-28
TNSN06412A1 (en) 2008-02-22

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